油池火灾下空心板通道桥温度场及结构损伤分析

刘旭政 ,  邵建业 ,  郭河 ,  乔磊 ,  郑尚敏 ,  吴刚

华东交通大学学报 ›› 2026, Vol. 43 ›› Issue (3) : 22 -34.

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华东交通大学学报 ›› 2026, Vol. 43 ›› Issue (3) : 22 -34.
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油池火灾下空心板通道桥温度场及结构损伤分析

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Analysis of Temperature Field and Structural Damage of Hollow Slab Channel Bridge Under Oil Pool Fire

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摘要

为研究油池火灾下空心板通道桥梁底温度场分布及结构损伤特征,利用FDS分析不同油池火灾场景下空心板通道桥梁底温度场分布,利用ABAQUS对所有火灾场景中最不利的空心板梁进行热传导分析,获取梁体内部温度场,最后利用基于强度折减的虚拟层截面等效原理,计算其火灾损伤程度。结果表明:空心板通道桥跨径越小、桥下净高越大、油池面积越大,梁底温度越高;梁底宽度对梁底温度场的影响不显著;在风速较小时,梁底最高温度会升高,但风速过大时,火焰被吹出通道桥,导致梁底温度变低。同时根据钢绞线、钢筋和混凝土虚拟层的损伤数据,分阶段建立了油池火灾下空心板梁跨中截面抗弯承载力保有率的预测公式。研究结果可为通道桥的灾后评定、加固和修复方案制定、防火措施研究等方面提供参考。

Abstract

To study the temperature field distribution and structural damage characteristics of hollow slab channel bridges under oil pool fire scenarios, FDS was used to analyze the temperature field distribution at the bottom of hollow slab channel bridge under different oil pool fire scenarios. ABAQUS was used to conduct heat conduction analysis on the most unfavorable hollow slab girder in all fire scenarios, and the internal temperature field of the girder was obtained. Finally, based on the equivalence principle of cross sectional virtual layer due to the reduction of the strength, the fire damage degree was calculated. The results showed that the smaller the span of hollow slab channel bridge, the larger the bridge vertical clearance and the larger the area of the oil pool, the higher the temperature at the girder bottom. The influence of girder bottom width on temperature field of girder bottom is not significant. When the wind speed is small, the maximum temperature at the girder bottom will increase, but when the wind speed is too large, the flame will be blown out of the channel bridge, resulting in lower temperature at the girder bottom. Meanwhile, according to the damage data of steel strands, steel bars and concrete virtual layers, the prediction formula of flexural capacity retention rate of hollow slab girder under oil pool fire is established in stages. The research results can provide reference for the post-disaster assessment, formulation of plans to reinforcement and repair, and fire prevention measures research of the channel bridges.

关键词

油池火灾 / 空心板 / 通道桥 / 温度场 / 火灾损伤

Key words

oil pool fire / hollow slab / channel bridge / temperature field / fire damage

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刘旭政,邵建业,郭河,乔磊,郑尚敏,吴刚. 油池火灾下空心板通道桥温度场及结构损伤分析[J]. 华东交通大学学报, 2026, 43(3): 22-34 DOI:

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参考文献

[1]

张岗, 贺拴海, 宋超杰, . 钢结构桥梁抗火研究综述[J]. 中国公路学报, 2021, 34(1): 1-11.

[2]

ZHANG G, HE S H, SONG C J, et al. Review on fire resistance of steel structural bridge girders[J]. China Journal of Highway and Transport, 2021, 34(1): 1-11.

[3]

许肇峰, 陈映贞, 饶瑞 . 火灾下混凝土空心板温度场及损伤规律研究[J]. 中国公路学报, 2019, 32(1): 87-98.

[4]

XU Z F, CHEN Y Z, RAO R . Temperature fields and damage pattern of hollow—core concrete slab exposed to fire[J]. China Journal of Highway and Transport, 2019, 32(1): 87-98.

[5]

罗文林, 刘其伟, 储智峰 . 预应力混凝土空心板梁火灾损伤特性研究[J]. 桥梁建设, 2021, 51(2): 91-98.

[6]

LUO W L, LIU Q W, CHU Z F . Study of fire damage charateristics of prestressed concrete hollow slab beam[J]. Bridge Construction, 2021, 51(2): 91-98.

[7]

BENEBERU E, YAZDANI N . Residual strength of CFRP strengthened prestressed concrete bridge girders after hydrocarbon fire exposure[J]. Engineering Structures, 2019, 184: 1-14.

[8]

张岗, 宋超杰, 李徐阳, . 燃油火灾下预应力混凝土梁耐火试验[J]. 中国公路学报, 2022, 35(1): 210-221.

[9]

ZHANG G, SONG C J, LI X Y, et al. Experimental study on fire resistance of prestressed concrete girders under fuel fire exposure[J]. China Journal of Highway and Transport, 2022, 35(1): 210-221.

[10]

ALOS—MOYA J, PAYA—ZAFORTEZA I, HOSPITALER A, et al. Valencia bridge fire tests: experimental study of a composite bridge under fire[J]. Journal of Constructional Steel Research, 2017, 138: 538-554.

[11]

李永进, 任庆新, 翁兴贵 . 火灾作用下钢管混凝土叠合柱偏压力学性能研究[J]. 华东交通大学学报, 2022, 39(6): 10-17.

[12]

LI Y J, REN Q X, WENG X G . Research on mechanical properties of concrete filled steel tube reinforced concrete column under fire[J]. Journal of East China Jiaotong University, 2022, 39(6): 10-17.

[13]

刘旭政, 余晨曦, 饶文真, . 受火预应力混凝土箱梁桥温度场数值模拟分析[J]. 防灾减灾工程学报, 2024, 44(6): 1377-1385.

[14]

LIU X Z, YU C X, RAO W Z, et al. Numerical simulation of temperature field of prestressed concrete box girder bridge after fire exposure[J]. Journal of Disaster Prevention and Mitigation Engineering, 2024, 44(6): 1377-1385.

[15]

杨文旭, 秦广冲, 杨佳立, . 基于热—力耦合的悬索桥结构抗火性能研究[J]. 公路工程, 2024, 49(1): 53—59, 81.

[16]

YANG W X, QIN G C, YANG J L, et al. Study on fire resistance of suspension bridge structure based on thermal mechanical coupling[J]. Highway Engineering, 2024, 49(1): 53—59, 81.

[17]

ALOS—MOYA J, PAYA—ZAFORTEZA I, HOSPITALER A, et al. Valencia bridge fire tests: validation of simplified and advanced numerical approaches to model bridge fire scenarios[J]. Advances in Engineering Software, 2019, 128: 55-68.

[18]

刘旭政, 李任福, 余晨曦, . 火灾后混凝土桥梁结构安全初步评估方法[J]. 广西大学学报(自然科学版), 2022, 47(1): 62-73.

[19]

LIU X Z, LI R F, YU C X, et al. Preliminary safety assessment method for concrete bridge structure after fire exposure[J]. Journal of Guangxi University (Natural Science Edition), 2022, 47(1): 62-73.

[20]

李鸣鹤, 刘志文, 邵光强 . 桥下火灾空心板梁梁底温度场数值模拟[J]. 公路交通科技, 2023, 40(11): 123—130, 156.

[21]

LI M H, LIU Z W, SHAO G Q . Numerical simulation on temperature field of hollow slab girder bottom in fire under bridge[J]. Journal of Highway and Transportation Research and Development, 2023, 40(11): 123—130, 156.

[22]

郑净, 李小珍, 毛小艺 . 油池火下横隔梁对多肋钢筋混凝土T梁桥温度场的影响[J]. 土木与环境工程学报(中英文), 2019, 41(3): 104-110.

[23]

ZHENG J, LI X Z, MAO X Y . Impact analysis of transverse diaphragms on the temperature field of reinforced concrete T—girder bridge under pool fires[J]. Journal of Civil and Environmental Engineering, 2019, 41(3): 104-110.

[24]

MA R J, CUI C J, MA M L, et al. Numerical simulation and simplified model of vehicle—induced bridge deck fire in the full—open environment considering wind effect[J]. Structure and Infrastructure Engineering, 2021, 17(12): 1698-1709.

[25]

WU X Q, HUANG T, AU F T K, et al. A localized fire model for predicting the surface temperature of box girder bridges subjected to tanker truck fire[J]. Fire Technology, 2020, 56(5): 2059-2087.

[26]

PERIS—SAYOL G, PAYA—ZAFORTEZA I, ALOS—MOYA J, et al. Analysis of the influence of geometric, modeling and environmental parameters on the fire response of steel bridges subjected to realistic fire scenarios[J]. Computers & Structures, 2015, 158: 333-345.

[27]

龙华春, 丁杰栋, 龙家春, . 公路盖板涵洞混凝土火灾损伤特征分析[J]. 华东交通大学学报, 2009, 26(1): 19-24.

[28]

LONG H C, DING J D, LONG J C, et al. Analysis of fire damage characteristics of concrete in highway cover culvert[J]. Journal of East China Jiaotong University, 2009, 26(1): 19-24.

[29]

LIU X Z, YU C X, QUAN W, et al. Inspection, materials testing and field testing of a prestressed concrete box bridge after fire exposure[J]. Fire Safety Journal, 2019, 108: 102852.

[30]

王成明, 李捷, 刘其伟, . 火损后预应力混凝土空心板梁检测、评估与加固技术研究[J]. 公路交通科技, 2018, 35(1): 79-87, 104.

[31]

WANG C M, LI J, LIU Q W, et al. Study on detection, evaluation and reinforcement technology on fire damaged PC hollow beam[J]. Journal of Highway and Transportation Research and Development, 2018, 35(1): 79-87, 104.

[32]

WICKSTROM U, DUTHINH D, MCGRATTAN K . Adiabatic surface temperature for calculating heat transfer to fire exposed structures[C]// Proceedings of the Eleventh International Interflam Conference. London: Interscience Communications, 2007, 167: 943-953.

[33]

王翠娟 . 火灾模式下多梁式混凝土T型梁桥结构性能研究[D]. 西安: 长安大学, 2013.

[34]

WANG C J . Study on structure performance for multi—beam concrete T—shaped section beam girder subjected to fire[D]. Xi’an: Chang’an University, 2013.

基金资助

国家自然科学基金项目(52068026)

国家自然科学基金项目(52368073)

赣鄱俊才支持计划(20243BCE51050)

江西省自然科学基金项目(20232BAB204070)

江西省自然科学基金项目(20232BAB204071)

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